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    Decomposition via QP

    , Article IEEE Transactions on Control Systems Technology ; Volume 20, Issue 6 , October , 2012 , Pages 1630-1637 ; 10636536 (ISSN) Shamgah, L ; Nobakhti, A ; Sharif University of Technology
    Abstract
    This brief presents an algorithm for decoupling multivariable systems based on quadratic programming (QP). A single framework is presented which can be used to design centralized, decentralized, and sparse structures of arbitrary dynamical order. A worked example and a case study are presented to demonstrate the usage and performance. It is shown that only previous methods based on Evolutionary Algorithms are able to achieve slightly higher performance than the proposed algorithm. However, these minor improvements are outweighed by the huge increase in time and costs associated with evolutionary optimizations  

    Numerical and Analytical Assessment of a Novel Metallic Yielding Damper

    , M.Sc. Thesis Sharif University of Technology Samadi, Forough (Author) ; Mofid, Masoud (Supervisor) ; Khezrzadeh, Hamed (Co-Advisor)
    Abstract
    In this study, a new type of yielding metal dampers is proposed and evaluated numerically in finite element software. The damper consists of three main components, the core, the surrounding shell and the shear plates. These three components are interconnected in parallel and They are designed in such a way that when the system is under axial loading, the plates are much weaker than the shell and the core to remain in operation and elastic behavior until the end of the system and only the plates absorb the energy of the incident with their inertial shear behavior. This damper can be installed at the end of the Chevron braces, crossbar and diagonal. The use of the damper at the end of the... 

    Design of viscous fluid passive structural control systems using pole assignment algorithm

    , Article Structural Control and Health Monitoring ; Vol. 21, issue. 7 , July , 2014 , p. 1084-1099 Zare, A. R ; Ahmadizadeh, M ; Sharif University of Technology
    Abstract
    A methodology is developed for the design of optimum viscous fluid passive energy dissipation systems using pole assignment active control algorithm. In this method, the procedure to assign the new structural poles is slightly modified such that the resulting structural properties (i.e., the optimum locations of system poles) can be achieved merely by modification of structural stiffness and addition of a passive control system. A combination of stiffness reduction and increase of damping is utilized to reduce both acceleration and displacement response. It is shown that the control systems designed using this method provide structural performances slightly better than or close to those of... 

    Controllability of Networked Systems based on Structural Features of Proximity Graphs

    , Ph.D. Dissertation Sharif University of Technology Mousavi, Shima (Author) ; Haeri, Mohammad (Supervisor)
    Abstract
    Recently, there has been a surge of research activities in the area of networks in the systems and control community. One foundational class of questions on networked systems pertains to their controllability. While there are classical tests to check the controllability of linear time-invariant (LTI) systems, their applications to large-scale networks is numerically infeasible. Indeed, finding a minimum cardinality set of input nodes that ensure the controllability of a network is NP-hard. Moreover, when the interaction strengths along the edges of a network are unknown, the classical controllability test cannot be applied. To overcome these issues, an alternative set of approaches involves... 

    Designing market-based control with a genetic algorithm

    , Article Scientia Iranica ; Vol. 21, Issue. 6 , 2014 ; ISSN: 10263098 Khorsand, S ; Amini, F ; Sharif University of Technology
    Abstract
    Semi-active devices are low-cost as well as small and by changing the properties of low-power intensive structures, the aims of control are accomplished. On the other hand, the limited control force which can be applied to the structure for each damper causes more dampers to be used in the structures compared to the larger and stronger control devices which are more costly. These dampers coupled with sensors and the structure themselves make a complex dynamic system which is best controlled by a decentralized method such as Market-Based Control (MBC). In MBC, the actuators and the supply energy are modeled as buyer and seller respectively in the market place. To define the demand function of... 

    Design and assessment of variable-structure LQG PID multivariable controllers

    , Article Optimal Control Applications and Methods ; 2016 ; 01432087 (ISSN) Mousavi, H ; Nobakhti, A ; Sharif University of Technology
    John Wiley and Sons Ltd  2016
    Abstract
    Control Performance Assessment (CPA) and tuning of PID controllers are studied in this paper. We propose a framework for systematic analysis of the tradeoff between the structural complexity of the controller and its performance. As the measure of the controller performance, an LQG based index is used. The problem is augmented with an additional term which forces sparsity on the complexity of a decentralized PID controller. The desired complexity is controlled via a weighting parameter which determines the cost of each additional element (i.e., P, I, and D terms). The result is a decentralized multivariable PID controller in which the complexity of each loop controller is optimized such that... 

    Design and assessment of variable-structure LQG PID multivariable controllers

    , Article Optimal Control Applications and Methods ; Volume 38, Issue 4 , 2017 , Pages 634-652 ; 01432087 (ISSN) Mousavi, H ; Nobakhti, A ; Sharif University of Technology
    John Wiley and Sons Ltd  2017
    Abstract
    Control Performance Assessment (CPA) and tuning of PID controllers are studied in this paper. We propose a framework for systematic analysis of the tradeoff between the structural complexity of the controller and its performance. As the measure of the controller performance, an LQG based index is used. The problem is augmented with an additional term which forces sparsity on the complexity of a decentralized PID controller. The desired complexity is controlled via a weighting parameter which determines the cost of each additional element (i.e., P, I, and D terms). The result is a decentralized multivariable PID controller in which the complexity of each loop controller is optimized such that... 

    On the structural and strong structural controllability of undirected networks

    , Article IEEE Transactions on Automatic Control ; Volume 63, Issue 7 , July , 2018 , Pages 2234-2241 ; 00189286 (ISSN) Mousavi, S. S ; Haeri, M ; Mesbahi, M ; Sharif University of Technology
    Institute of Electrical and Electronics Engineers Inc  2018
    Abstract
    Characterization of network controllability through its topology has recently gained a lot of attention in the systems and control community. Using the notion of balancing sets, in this note, such a network-centric approach for the controllability of certain families of undirected networks is investigated. Moreover, by introducing the notion of a generalized zero forcing set, the structural controllability of undirected networks is discussed; in this direction, lower bounds on the dimension of the controllable subspace are derived. In addition, a method is proposed that facilitates synthesis of structural and strong structural controllable networks as well as examining preservation of... 

    Analysis and Conceptual Design of a Novel Metallic Yielding Damper

    , M.Sc. Thesis Sharif University of Technology keshtiaray, Masoud (Author) ; Eskandari, Morteza (Supervisor)
    Abstract
    In this thesis, three new metallic-yielding dampers for dissipation of energy in structures are introduced and studied. The advantages of dissipation of energy from torsional yielding in comparison to tensile yielding is verified by performing both monotonic and cyclic tests on three aluminum alloys specimens and a mild steel specimen. The experiments confirm that the energy absorption of steel in torsion is much higher than that in tension. Three different mechanisms are introduced to transform the axial movement into the torsional rotation. Each mechanism is studied in details. The first two mechanisms can be mounted at the end of bracings and the third one is installed at the... 

    Performance-Based Design of Steel Structures with Metallic damper Using Endurance Time Method

    , M.Sc. Thesis Sharif University of Technology Yousefian Moghadam, Sina (Author) ; Esmaeil Pourestekanchi, Homayoun (Supervisor)
    Abstract
    Preventing critical damages to structures and hence saving the lives and money is an inevitable work which a designer has to do. During the earthquake, huge amount of energy applies to the structure and finding a way to reduce transfer of this energy to main structure is crucial. For this purpose, Structural Control systems may be used. Metallic Dampers are one of those systems which absorb the earthquake input energy by having nonlinear deformations. In this Thesis, one type of this dampers which is innovated by Estekanchi, have been studied .Indeed, this damper is a connection between bracing and main frame. In this damper a U shape part acts as a sacrificing portion and absorbs energy by... 

    A novel shape memory alloy-based element for structural stability control in offshore structures under cyclic loading

    , Article Ships and Offshore Structures ; Volume 15, Issue 8 , 2020 , Pages 844-851 Zareie, S ; Alam, M. S ; Seethaler, R. J ; Zabihollah, A ; Sharif University of Technology
    Taylor and Francis Ltd  2020
    Abstract
    Wind and ocean waves highly influence the performance and functionality of structures, requiring an efficient control element. The structural behavior of one of the most recent structural control elements, namely shape memory alloys (SMA)-based control element, under cyclic loadings of oceans waves, has been investigated. Shape memory alloys are one of the attractive smart materials with the ability to return to the initial shape after experiencing large deformation. Experimental tests have been conducted to study the effects of cyclic loads on several specimens of the SMA wires. The SMA wires are being used in the SMA-based structural control system to dissipate the energy of external... 

    Convex Methods for the Design of Low Order Dynamic Pre-Compensators

    , M.Sc. Thesis Sharif University of Technology Shamgah, Laya (Author) ; Nobakhti, Amin (Supervisor)
    Abstract
    Decentralized control is a typical method for the design of industrial MIMO control systems. However, in most multivariable systems, the existence of large interactions limit the achievable performance of such controllers. In the Nyquist Array design method proposed by Rosenbrock, the system interactions can be reduced using a precompensator, such that a decentralized controller may be used with acceptable performance. A well designed pre-compensator will effectively decouple the system and the multivariable systems may be considered as a set of SISO systems. It is therefore obvious that the key element in the Nyquist Array design method is the design of the pre-compensator. There are two... 

    Developing the MIDA Method for Structures Equipped with Dampers and Exerting this Method on a Structure with SCVDs Damper

    , M.Sc. Thesis Sharif University of Technology Zafarkhah, Elyar (Author) ; Mofid, Masood (Supervisor)
    Abstract
    Determining nonlinear dynamic behavior of structures is always one of the main goals of structure and earthquake engineers. The Modal Incremental Dynamic Analysis (MIDA) is one of the newest methods for analyzing the seismic behavior of structures. Indeed, this method has superseded the exact IDA method which is too complicated and prolix. Although, this method represents approximate results, high accuracy, fastness and low cost procedure made it an efficient and useful technique. Many researchers have used this method and investigated the accuracy of that and achieved proper results. Up to now no one has applied this method on structures which are equipped with dampers. In the procedure of... 

    Analytical and Parametric Study of Telescopic Lead Shear Damper

    , M.Sc. Thesis Sharif University of Technology Homaei, Hossein (Author) ; Eskandari, Morteza (Supervisor) ; Arghavani, Jamal (Supervisor)
    Abstract
    This research studies behavior and implementing of telescopic lead shear damper in structures. Telescopic lead shear damper (TLSD) is a type of metallic yielding dampers that can dissipated energy with usage of shear yielding of lead. TLSD is made from behind act of two lead shear damper (LSD) like a telescope. Lead shear damper composed of two coaxial steel pipes where their interfacial gap is filled with pure lead. The interface of lead and steel pipes are roughened in a threaded form to guarantee the no-slip condition across the interface. Due to stable and fat force displacement hysteresis loops of TLSD, this device can be used in structures subjected to wind, seismic, and other dynamic... 

    Analysis of Structured Controllers Stabilization: A Graph Theoretic Approach

    , M.Sc. Thesis Sharif University of Technology Mosalli, Hesamoddin (Author) ; Babazadeh, Maryam (Supervisor)
    Abstract
    In this thesis, a new method is proposed to find the class of stabilizing control structures for interconnected systems from a graphtheoretic
    perspective. The objective is to classify all possible control structures (static or dynamic), capable of stabilizing the closedloop system. The method can be formulated by using the characteristics of fixed modes of the system for arbitrary control structures.To this end, first, a method is proposed based on solving a set of discrete linear programming to determine whether a system is stabilizable via a decentralized controller. Subsequently, by solving a set of discrete linear feasibility problems, all possible stabilizing controller structures... 

    Sliding mode control of electromagnetic system based on fuzzy clustering estimation (an experimental study)

    , Article Proceedings of the 7th Biennial Conference on Engineering Systems Design and Analysis ; Volume 1 , 2004 , Pages 843-850 ; ISBN: 0791841731 ; ISBN: 9780791841730 Alasti, A ; Salarieh, H ; Shabani, R ; Sharif University of Technology
    Abstract
    Using the combination of fuzzy clustering estimation and sliding mode control, a technique for controlling the magnetic levitation (ML) systems is introduced. This technique is applied to an experimental setup of an ML system for investigating the method derived. The system considered, is a symmetric rotor supported by a cantilever load cell beam and excited by only one electromagnet of a 4-pole magnetic bearing setup. After demonstrating the experimental setup instruction and the specifications of its parts, the clustering, and the sliding mode control methods are explained briefly, then the quality of implementing the techniques to the setup is described step by step. Finally, the results... 

    Seismic performance evaluation and design of steel structures equipped with dual-pipe dampers

    , Article Journal of Constructional Steel Research ; Volume 122 , 2016 , Pages 25-39 ; 0143974X (ISSN) Mahjoubi, S ; Maleki, S ; Sharif University of Technology
    Elsevier Ltd 
    Abstract
    Dual-pipe damper (DPD) is a metallic yielding device for passive control of structures, introduced recently by the authors. The objective of the current study is to provide guidelines for implementing DPDs in actual steel buildings, evaluate and compare their performance against other metallic dampers. In this study, a representative load-displacement model for DPDs is proposed for the first time, and assessed based on previous experimental cyclic tests. Guidelines for the design of DPD devices are also presented. Three steel moment resisting frames of 5, 10 and 20 stories are designed and then equipped with DPDs of various properties. The responses of the frames to seven earthquake... 

    Robust strong structural controllability of networks with respect to edge additions and deletions

    , Article 2017 American Control Conference, ACC 2017, 24 May 2017 through 26 May 2017 ; 2017 , Pages 5007-5012 ; 07431619 (ISSN); 9781509059928 (ISBN) Mousavi, S. S ; Haeri, M ; Mesbahi, M ; American Automatic Control Council (AACC); Eaton; et al.; GE Global Research; Mitsubishi Electric Research Laboratories (MERL); United Technologies Research Center (UTRC) ; Sharif University of Technology
    Institute of Electrical and Electronics Engineers Inc  2017
    Abstract
    This paper investigates the robustness of strong structural controllability for linear time-invariant directed networked systems with respect to structural perturbations, including edge additions and deletions. In this regard, an algorithm is presented that is initiated by endowing each node of a network with a successive set of integers. Using this algorithm, a new notion of perfect graphs associated with a network is introduced, and tight upper bounds on the number of edges that can be added to, or removed from a network, while ensuring strong structural controllability, are derived. Moreover, we obtain a characterization of critical edges with respect to edge additions and deletions;... 

    Strong structural controllability of signed networks

    , Article 58th IEEE Conference on Decision and Control, CDC 2019, 11 December 2019 through 13 December 2019 ; Volume 2019-December , 2019 , Pages 4557-4562 ; 07431546 (ISSN); 9781728113982 (ISBN) Mousavi, S. S ; Haeri, M ; Mesbahi, M ; Sharif University of Technology
    Institute of Electrical and Electronics Engineers Inc  2019
    Abstract
    In this paper, we discuss the controllability of a family of linear time-invariant (LTI) networks defined on a signed graph. In this direction, we introduce the notion of positive and negative signed zero forcing sets for the controllability analysis of positive and negative eigenvalues of system matrices with the same sign pattern. A sufficient combinatorial condition that ensures the strong structural controllability of signed networks is then proposed. Moreover, an upper bound on the maximum multiplicity of positive and negative eigenvalues associated with a signed graph is provided. © 2019 IEEE  

    Design and physicochemical characterization of lysozyme loaded niosomal formulations as a new controlled delivery system

    , Article Pharmaceutical Chemistry Journal ; Volume 53, Issue 10 , 2020 , Pages 921-930 Sadeghi, S ; Ehsani, P ; Cohan, R. A ; Sardari, S ; Akbarzadeh, I ; Bakhshandeh, H ; Norouzian, D ; Sharif University of Technology
    Springer  2020
    Abstract
    Lysozyme loaded niosomes containing various molar ratios of two kinds of surfactants were prepared and the properties of these niosomal formulations were studied. The results revealed that the size of niosomes varied between 240.06 ± 32.41 and 895.2 ± 20.84 nm. Formulations with the lowest size and no precipitation had entrapment efficiencies ranging from 60.644 ± 3.310 to 66.333 ± 1.98%. Their controlled release profiles after 48 h were 15.67, 20.67 and 31.50%. After 2 months, the most stable formulation in terms of size, PDI, zeta potential, and entrapment efficiency was used to study the secondary structures of lysozyme in niosomal and free forms. Lysozyme loaded niosome and lysozyme...